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Sample Record for 2016-07-06-12

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 210812 DEA: 041A3404 EFIS: 0412000162 QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL-9-3.6,11.4
Work Description: REPLACE EXISTING BRIDGE RAILING.
Location Description: IN SANTA CLARA COUNTY IN SARATOGA AND LOS GATOS AT WEST BRANCHSARATOGA CREEK BRIDGE AND ATSARATOGA AVENUE SEPARATION
Contractor Name: GRANITE ROCK COMPANY
Contractor Address: 120 Granite Rock , San Jose, CA 95136
Resident Engineer: Eunmi Choi Structure Rep.: Hellina Au

Sample Information

DIME Sample ID: 2016-07-06-12
TL Number from the TL Form: C836002
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 07/06/2016
Date that the sample was received by the laboratory/organization performing the testing: 07/20/2016
The quantity of what the sample constitutes: 1
A brief description of the sample: Bearing Pad
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dynatect

Material Information

Mfg. Lot Number(s): 051116
Material/Compound/Elastomer ID: NA
Samples Representing: 43
Description (size): 1in x 4in x 6in
Comments: Unknown
Description (Number of Shims): 2
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Dynatect
Batch Number: NA

Test Results

Test 1 of 4

DIME Test ID: 2016-07-06-12-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 08/01/2016
Date Tested: 07/26/2016
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 72 f
Humidity 50 %
Reading #1 54
Reading #2 55
Reading #3 55
Reading #4 54
Reading #5 55
Mean 54.6

Test 2 of 4

DIME Test ID: 2016-07-06-12-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension
Verified Date: 08/01/2016
Date Tested: 07/26/2016
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
UTM 2KIP
Humidity 50 %
Temperature 72 F
Sample 1 Median Thickness 0.07 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 3142.9 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.07 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 3257.1 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.071 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 3314.6 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 3257.1 lbf/in^2

Test 3 of 4

DIME Test ID: 2016-07-06-12-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 08/01/2016
Date Tested: 07/26/2016
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of specimens tested 3
UTM no data
Humidity 50 %
Temperature 72 F
Sample 1 Median Thickness 0.075 in
Sample 1 Tear Strength 253.3 lbf / in
Sample 2 Median Thickness 0.068 in
Sample 2 Tear Strength 294.1 lbf / in
Sample 3 Median Thickness 0.066 in
Sample 3 Tear Strength 287.9 lbf / in
Median of the Tear Strength Values 287.9 lb/in

Test 4 of 4

DIME Test ID: 2016-07-06-12-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 08/01/2016
Date Tested: 07/29/2016
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Result Pass

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.